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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.6 LAccepted-AOC | ₹5.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.2 LRejected-AOC | ₹6.2 L | L2 | Rejected-AOC L2 |
| 3 | L3₹6.3 LRejected-AOC | ₹6.3 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | abdul kasim L3 | C J JOY L1 | SREEKUMARAN V L2 |
|---|---|---|---|---|---|---|
| 1.00Re taring | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 154.5 | sqm | 17.13 ₹2,646.59 | 15.19 ₹2,346.86 | 20 ₹3,090 |
| 1.00 | OD359121/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective
materials removed) after supplying a prime coat of hot bitumen using 36mm broken
stone and compacting with power roller to get a compact surface. | 8.51 | cum | 8,887.61 ₹75,651.34 | 7,882.56 ₹67,096.35 | 8,400 ₹71,500.80 |
| 1.00 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 916 | sqm | 20.22 ₹18,521.52 | 17.94 ₹16,433.04 | 22 ₹20,152 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 916 | sqm | 323.83 ₹3.0 L | 287.21 ₹2.6 L | 320 ₹2.9 L |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 23.18 | cum | 10,233.21 ₹2.4 L | 9,076 ₹2.1 L | 10,000 ₹2.3 L |
| 1.01 | OD363325/2025-2026:Supplying and providing ready made GI name Board | 1 | 1 nos | 3,756.94 ₹3,756.94 | 3,332 ₹3,332 | 4,000 ₹4,000 |
Tender Value
₹5.9 L
EMD Value
₹14,822
Closing Date
27 Jan 2026, 5:00 pmClosed
Assistant Engineer LSGD(EW) Section Sreekrishnapur
O/o Assistant Engineer LSGD(EW) Section Sreekrishnapuram Grama Panchayath
Kanjirampara punchappadam road retarring ward 10 Sreekrishnapuram GP
2026_LSGD_828387_1
TR/137794/2025_5_1_1/1
Open Tender
Civil Works - Roads
270 days
Sreekrishnapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,310
Yes
₹14,822
Yes
8 Apr 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
27 Jan 2026
19 Jan 2026
Re taring
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD359121/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface.
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
OD363325/2025-2026:Supplying and providing ready made GI name Board
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